Abstract
Post-buckling analysis of uniform column under a combined load consisting of a uniformly distributed axial load and concentrated load at the free end was investigated by using numerical integration procedure such as Butcher’s fifth-order Runge–Kutta method. The loads and deflections are obtained for various end slopes. The results obtained by the present analysis agree very well with published results. Linear buckling analysis under a combined load was investigated by using power-series method.
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